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Information Sheet
(catchment)
C5 - Hydrology Overview
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1.
General Description
Hydrology is the scientific study of the properties, distribution,
use and circulation of the water of the Earth and the atmosphere
in all of its forms.
In a catchment, such as that of the Upper Parramatta River, the
study of hydrology includes such things as precipitation, surface
runoff, infiltration, stream bank erosion and flood impacts.
Dry weather or base flows are greater
in the Darling Mills Creek, Hunts Creek sub-catchments which are
in Hawkesbury Sandstone areas in the north-east of the main catchment
than in the creeks that originate in the Wianamatta Shale to the
west and the south.
2. Hydrological
Characteristics
Monthly Flow Rates.
The Department of Land and Water Conservation (DLWC) operates two
stream gauging stations in the catchment:
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Toongabbie Creek
at Briens Road, Northmead (1979 - present);
·
Parramatta River at Cumberland Hospital, Parramatta
(7/2/1979 - 7/2/1992).
Fig C5.1 Mean Monthly Flow at Stream Gauging Stations
in the Catchment
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Month
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Average Flow (m 3 /s)
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Parramatta River
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Toongabbie Creek
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January
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0.976
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0.632
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February
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2.344
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1.466
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March
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0.976
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0.619
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April
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3.621
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1.410
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May
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1.267
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0.761
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June
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1.967
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0.870
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July
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1.052
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0.456
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August
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1.981
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1.059
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September
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0.693
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0.477
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October
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1.084
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0.348
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November
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1.423
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0.609
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December
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0.813
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0.452
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Flow regime is the long term pattern of high flows and low flows
in creeks and rivers.
Generally there is very little flow in catchment creeks for the
majority of the time, (Downes, Masters Thesis, 1998). 98% of total
flow volume leaves the catchment in only 2% of the time. The average
dry weather flow across the catchment is 1890 litres/hectare/day.
Run-off and
Infiltration.
Runoff is the movement of water
across the land surface.
Infiltration is the passage of
water into the ground through permeable soils.
Runoff and infiltration are natural processes. Humans however,
in some areas have dramatically altered these sometimes with
devastating consequences
When the catchment was in its natural state
much of the rainfall was absorbed into the ground to be used by
vegetation herbs, trees and shrubs. Rough ground, rock outcrops
and vegetation acted as obstacles slowing down surface runoff. With
increasing development in the catchment and the proliferation of
impervious surfaces such as roads, pavements, car parks, driveways
etc, runoff has increased and infiltration has consequently decreased.
This has been compounded by the channelling of water into drains,
stormwater pipes and gutters so that flow rates have increased.
Figure C5.2 Percentage (%) Surface Runoff on
a variety of surfaces
Altered Flow Regimes.
Urbanisation and more recently redevelopment to
higher density land uses in the Upper Parramatta River Catchment
has dramatically altered the original flow regime. Stormwater
runoff volumes are now much greater, are delivered to the creeks
more quickly and pass through the catchment in a much shorter
time.
The reduction of infiltration means there is less
ground water feeding the creeks in dry periods between storm events.
This results in flooding, creek bank erosion and sedimentation
during storm events and inadequate base flow, barriers and elevated
water temperatures during dry periods.
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Floods
In the Upper Parramatta River Catchment market pressures
and several court decisions in the 1970s have encouraged
substantial development in areas subject to some degree of
flooding risk, eg parts of Seven Hills and Toongabbie. In
recent times there has been several dramatic increases of
flooding in the Upper Parramatta River Catchment resulting
in many millions of dollars damage to local property. With
increased urbanisation the impact on our land and waterways
has increased. Only about 30% of the natural land in the catchment
is now available to soak up the rainwater and most of the
trees which once intercepted and stored water have also gone
from the system. As development of the catchment has expanded
to the current 70% urbanisation, the natural tendency of local
creeks to flood has been exacerbated.
As a direct result of increasing urbanisation the 100 year
flood level in Parramatta has been increased by 3 metres since
1950.
The rise and fall of flood waters in the Parramatta River
can be shown in a hydrograph, (the amount of water passing
a point, its discharge, at a certain time). Natural and urban
catchment conditions are compared in the figure below.
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Hart Street, North Wentworthville, 1988
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Fig
C5.3 Natural and Urban Hydrographs for the UPRC
Fig C5.4 Peak Discharges
for Flood Waters in the Parramatta River
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Station
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Date
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Time
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Discharge
m3/s
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Marsden Weir
Parramatta River
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30/4/88
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midnight
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800
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5/8/86
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6pm
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500
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Briens Road
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30/4/88
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Midnight
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275
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Channel
Geomorphology
Creek bank erosion and sedimentation are natural processes
resulting from changes in creek channels. Unfortunately the changed
runoff characteristics of the catchment means that erosion on
land and in creeks is occurring at a greater rate. Increased erosion
from building sites and other exposed surfaces means higher sediment
loads are carried by stream. This combination of increased run
off peaks, accelerated erosion and increased sediment deposition
causes unstable creek systems. Creek instability can undermine
private property and infrastructure, and impact on environmental
values through the loss of creek bank vegetation, poor water quality
and loss of amenity. This problem is particularly severe in Darling
Mills Creek where large deposits of sand from urban run off have
filled in most waterholes and forced the creek to migrate resulting
in erosion of banks.
3.Other Resources
and Links
·
Upper Parramatta River Catchment
Trust www.uprct.nsw.gov.au
·
CRC for catchment Hydrology www.catchment.crc.org.au
·
EPA www.epa.nsw.gov.au
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